Loading...
HomeMy WebLinkAbout2018 - 00418 - bldg permit applicaation CITY OF ORONO 13 (L9 C BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS A,�s, �O A _O Mailing Address: Permit number: OV)/D [w 1/I 1�/ Cr Box 66 �-rD/g Crystal Bay, MN 55323-0066 Date received: `JReceived by:Street Address:' carA1-WA.„., � U� 2750 Kelley Parkway PI review fee: $435. .6 ei/ sHo�� Orono, MN 55356 t6L1e _ ,i/ DeoDe Main: 952-249-4600 Total Fee: / Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: o„ -Z?�S $ j Ut,00 a1L,(142- L. Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? ❑ Yes ❑ No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR/APPLICANT INFORMATION: Name: David Weekley Homes State License# BC697545 Expiration Date: Phone: (cell) 612.716.2627 (office) Mailing Address: 12800 Whitewater Drive,Suite 20 Cit : Minnetonka ZIP: 55343 Contact Person: Kevin Cummins Applicant is: Contractor / Homeowner (Circle One) Email and/or Fax: kcummins@dwhomes.com PROPERTY OWNER INFORMATION: Name: *Same As Above* Phone (day): Melissa Johnson 612.462.6932 Address: *Same As Above* City: ZIP: Email and/or Fax mjohnson@dwhomes.com ARCHITECT/ENGINEER INFORMATION: Name: Mulhern&Kulp Phone(day): 215.646.8001 Address: 20 South Maple Street,Suite 150 City: Ambler,PA ZIP: 19002 Email and/or Fax: PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3.Structure Type 4. Sewage Disposal & Water Supply O New Construction 0 Single Family with ❑Accessory Bldg./Garage ❑Addition attached garage 0 Deck 0 Public Sewer ❑Accessory Building ❑ Single Family with 0 Office/Commercial ❑ Relocation detached garage 0 Residence 0 Private Sewer ❑ Other:(specify) 0 Multiple Family/Condo El Retaining Wall(s) 0 Public 4-feet or greater 0 Public Water **Any earth movement may also require 0 Commercial 0 Storage MCWD review&permits. 0 Industrial 0 Warehouse 0 Private Well Minnehaha Creek Watershed District(MCWD) 0 Other:(specify) 0 Other(specify) 15320 Minnetonka Blvd Minnetonka,MN 55345 Phone: 952-471-0590 Fax: 952-471-0682 www.minnehahacreek.orq Estimated Construction Valuation (excluding land) $ 250,000 Last Updated: January 2016 •3 • STRUCTURE INFORMATION: 1. Structure Dimensions 1. Structure Dimensions(continued) / J a. Length(ft.)= cifNumber of bedrooms= 2. Occupancy: b.Width (ft.)= Number of garage stalls: 3. Occupant Load: �— Areas in square feet Attached = c. Basement= Z.--2� Detached = 4. Type of Construction: d. 1st Story = Z ( to LA e. 2nd Story= 5. Code Edition: Za5 f. 'h Story = g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclose Applicable 0 Building Permit Escrow Agreement and Fees 0 Plan Review Fee p� 0 Completed Application Form ❑ Proposed Building Plans–2 full size sets,to scale and 1 reduced 11 x 17 or 8'h x 11 set 0 Minnesota State Energy Code Calculations and Mechanical Code Requirements 0 Survey–2 full size,to scale(meeting ALL survey requirements) t� ❑ Hardcover Calculations ❑ Septic System Certification ❑ ❑ Minnehaha Creek Watershed District(MCWD)Permit or Documentation from MCWD stating no permit is required . P t .6.41 ❑ Eir Landscape Walls and/or Retaining Wall Plans ❑ Stormwater Pollution Prevention Plan(SWPPP) ❑ C3' Access Permit ❑ [Z1 - Data Privacy Advisory Form APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so,the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10,000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: �' rte, Date: / /5J/O Owner's Signature: Date: Last Updated: January 2016 Builder Acknowledgement Form Permit#2018-00418 Builder Representative Name: David Weekley Homes Kevin Cummins Permit Conditions: Initials **NOTE CHANGE** Before scheduling an exterior insulation and/or drain tile inspection, a foundation as-built survey must be submitted and approved by the City or a Stop Work order will be issued. Schedule a minimum of one hour for the framing inspection. lie___ Erosion control mechanisms must be installed and inspected by the City prior to any land disturbing activities. The contractor must provide a minimum of a 24 hour notice prior to inspection. Erosion control shall be installed and maintained throughout the entire project and must remain until vegetation has been established. A haul route shall be submitted to the City Engineer for approval and inspection prior to commencement of hauling from the site. The property owner shall be responsible for cleaning and repair of roadways for any adverse impacts. The plan shows proposed grading on the existing asphalt turnaround. No grading should take re.—pl ace here. Also the turnaround is labeled as proposed, but it's existing. The water service connection MUST be protected from construction traffic during construction. Damage to the service lines will be the responsibility of the builder to repair prior to approval of the utility permit and issuance of the certificate of occupancy. Prior to the issuance of a Certificate of Occupancy an as-built survey and hardcover calculations I( _._.-- must �must be submitted and approved. V In the event of winter or other extended unfavorable weather conditions (which prevent the completion of the exterior improvements and/or as-built survey) a Temporary Certificate of Occupancy (TCO) may be necessary. A TCO requires up to a$10,000 escrow. ADVISORY COMMENTS Any changes to the exterior/landscaping improvements, i.e. patios, grading, sidewalks, retaining walls, etc. not currently shown on the approved survey and landscaping plan will require a separate Zoning Permit application to be submitted and approved prior to the work commencing. Any retaining walls that are over 4-feet in height or tiered walls not separated by twice of the height of the lower wall require engineered plans and a building permit to be submitted and approved prior to construction. PLAN REVIEW CHECKLIST FOR NEW STRUCTURES / ADDITIONS 2� Woo ��yy ,r � L } S �/� Address: � g �lL/� --70.00‘.) ..4., 1 Ir.., , Permit No.: It-l'4V, Description of work: Date Recd: 11 =rpt _.. w..' 7 —- ,6 :„....,,,. „, , ,, , Septic review by: a,�`�' Date Approved: • Zoning review by: I, �, Date Approved: .' "` x Building review by:_ _ :1140 Date Approved: t^ fK r „ �{ e�,r�,, Grading review by: / r` Wa Date App Q - " r 3 � � 4 Zoning District: ���� Zoriii Resolution? Yes Reso#: Reso ate 's . '' p Signed: ,'Yes No es ion A , , r ..rid=s + Zoning: Lot Area: 2-1i �/4C a_ Width ( Structural Coverage x S fi d A Surye Submitted: s"` :41 C] No4 pp,,,-..",94,,,..,,,,,afSurve 4� Y 1 . i 4 q" Revised•ate(?) Landscape plan submitted? D Yeslit ncseapert 3 .rt QN• � • ae •osed Pro•osed Setbac s: fi,�. 4 -5s aL ; y, , .t . P { «s y `� c p Front ( ) Rear(S et , r�ti S E T ; t (/ N ,$ E Other Bu4.il. � `r* T #� Side}' 3 h `_; Side r cr' art ,--' ' " 7 ?µ. � �` p Building Height Analysis "� ti a x ' `' Distance Between Fust Floor an lif`i"tied Top of F o f(dee°building height" fir > ` definition): ' t;.:, ` t; : T r (a) M'� ' r� N First Floor Elevation (from build�ngp ansa (b) ,° ' � 1 s h ,rte„ --�x �'t_ Highest Existing ground levet(pees rve )or10 above lowest ground level, ,>, i �* (C) 4' A whichever is lower:,�v� ,>s� Pt;";, ,,„,:,,Y� ' �� ' d � ��' ,.',1,,,,, P bhi Difference between (ti�and ) $ (d) .mss1 DEFINED HEIGHT « ,, �*, , I _ =t +' .k Mgr, •gy " ..:.] 'x . .. '� f y B FME^ , - : - 'n. ad scent•lade is a - :it -;71,1-,'. , (e) ,f If highest existing ad�acer► g►ade�s 'el? FfE l lefg •fs(a)+(d): S r L --)4,;;- .. r $ M Shoreland District MCID perm Average Lakeshore Setbael( - ' � C.•.1. •.-'1',:`,!„, z5, d'' Yes ❑ No Permit Nutpbe� Z D Yes 0 No - 1 i°i'"'f-l- '% 1., d r D rN% seeattacf�ed ,a r ;. Stormwater Quali Exlst� ty �� ��roposed � , ' ,.,,..rige'op-=- ' Overlay District Tier Hardcover Hardcover Variance Required " quirdd circle one %ands `--0, ands "A' 1-`,"71-^"t'..4,74172„ . G ,�/,� 0 Yes ::: 1 2 3 4 "01'' O• iv o f No 547 at/ .. TYpe(s): , 2017 Updated: June z:\forms\plan review checklist 06-2017.docx . . Fees to be Charged YES NO Permit Plan Review l/ State Surcharge Investigation Fee V ,,SAC-Number of SAC.Units J-Uri iv'` Other(specify) 1/' Square Footage $ per Square Footage Basement V4( 6- 66' X 87.42 = , $ q--ct 71f'f, `�8 ti i‘viate441 185�' X 103. l z-- = $ 196, 3©q-,9,8 g-+-rear ZYST x 1D;.I91C- = . $ 1 zf35 3p Garage 5-78 X 3q. - - = $ Z3��9.5', iZ. ea Estimated Construction Value: $ ` � Jj:000- Orono Inspections Required Work Requiring Separate Permits Footing 0 Site ,Plumbing D Grading/Filling Poured Wall Silt Fence/Erosion Control Z Mechanical 0 Fire Foundation Survey D Hardcover Removal II Fireplace Water Connection 0 Framing 0 Other(specify) 0 Masonry Sewer Connection Waterproofing/Drain tile .Mfg. 0 Lawn Irrigation ' Foundation Waterproofing 0 Other(specify) 0 Landscaping Framing 0 Septic Insulation As-Built Survey Final l2" Lathe Required State Permits 0 Other(specify) 0 Well Electrical REMARKS (in-house): OFFICIAL REMARKS-TO BE NOTED ON PERMIT AND INITIALLED: Builder Acknowledgement Form . isle—Bee/ 0 Prior<to release of escrow money an as-built survey and hardcover calculations must be submitted and approved. h Updated: June 2017 z:\forms\plan review checklist 06-2017.docx Roger Peitso From: Roger Peitso Sent: Tuesday, April 24, 2018 8:11 AM To: 'Cummins, Kevin' Subject: RE: Code issue/2885 Wood Duck trail Attachments: SECTION R302.pdf Kevin, Attached is the copy of Code section R302 of the 2015 Minnesota Residential Code I am referencing in regards to the location of the eaves and overhangs to the property line. I have highlighted the table that applies to this situation. Any questions please call. Sincerely, City of Orono Roger Peitso Building Official Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 Original Message From: Cummins, Kevin [mailto:KCummins@dwhomes.com] Sent: Tuesday, April 24, 2018 7:01 AM To: Roger Peitso<rpeitso@ci.orono.mn.us> Subject: Code issue/2885 Wood Duck trail Roger Would you be able to reference the code section that is not in compliance at 2885 Wood Duck Trail.The office wants to reference it on the plan. Thanks Kevin Cummins David Weekley Homes 612-716-2627 kcummins@dwhomes.com<mailto:kcummins@dwhomes.com> [cid:image001.jpg@01D0874B.C1248F40]<http://www.davidweekleyhomes.com/> 1 [cid:imageOc71.jpg@O10EAFA1.6BCOB570]<http://www.facebook.com/weekleyhomes> [Follow Me on Pinterest] <http:%/pinterest.com/weekleyhomes/> [cid:image003.jpg@O10EAFA1.6BCOB570] <http://www.twitter.com/DavidWeekley> [cid:image004.jpg@O10EAFA1.6BCOB570] <http://www.houzz.com/pro/davidweekley/david-weekley-homes> [Blog] <http://blog.davidweekleyhomes.com/> Fortune Top 100 Places to Work For 2 Christine Mattson From: Adam Edwards Sent: Tuesday, April 10, 2018 2:08 PM To: Christine Mattson Cc: Roger Peitso Subject: RE: 2885 Wood Duck Trail/#2018-00418 Chris, I've reviewed the subject grading plan and stamped it approved with comment. 1. The plan shows proposed grading on the existing asphalt runaround. No grading should take place here. Also the turnaround is labeled as proposed but it is existing. 2. The water service connection must be protected from construction traffic during construction. 3. Perimeter sediment control measures must be installed by the contractor and inspected by the City prior to any work, including demolition. Contractor must provide minimum 24 hour notice prior to inspection. Adam From: Christine Mattson Sent: Monday, April 09, 2018 10:46 AM To:Adam Edwards<aedwards@ci.orono.mn.us> Cc: Roger Peitso <rpeitso@ci.orono.mn.us> Subject: 2885 Wood Duck Trail/#2018-00418 Adam, We received a building permit application for a new single family house at 2885 Wood Duck Trail. The only issue I have is the survey shows rear steps and landing on the opposite site as the building plans. Please review and provide comments. Thank you! Christine Mattson Planning Assistant City of Orono 2750 Kelley Parkway E Orono MN 155356 (physical address) PO Box 66 Crystal Bay MN 55323-0066 (mailing address) it 952.249.4620 A 952.249.4616 cmattson@ci.orono.mn.us E ! www.ci.orono.mn.us Office Hours: Monday- Friday 8 am to 4:30 pm PLEASE NOTE: Summer Office Hours start Monday, May 21,2018 Monday-Thursday: 7:30 am to 5 pm/ Friday 7:30 to 11:30 am OUR OFFICE WILL BE CLOSED: Monday, May 28, 2018(Memorial Day) 1 Q) � �. (D Ip . cu 0 III 3 q) !lir =•• V) o (7). r-r 17 fD (D ~' 2 n co (n (') o n Cfp � ch O JD (D < :) a1 N q c LO = 3 Q- Q Q 2' 0 0 DJ 0n Q -a Q CD r--r � 3 -0 �' � < `oma `o rn CD r° � * rtCD D in `� n Cu CD `y (n' Q sa, 3 3 . f � Q .. � o o g D 3 St E, -0 o a) n cncn m p ° c - lai rr m LO Lo 3 CU 0 0 °C (D.CD rt 3 0 0' 3 % (CDD o - n fa cn 0 cnfp r-r CD 3 °J 3 f m O n cn O CD � (D ', n !i au N r* o 0 rt 0 0 , -p N (D Q° n -r r-r n o .� rn ort "' = c n' c k �to3v) 3 ga) on • 3to (D c g 0 0 < . * 77 I_` n ((DD = (D :� cD • r r s =' o 0 CD 0 r-r •< n , !,� a) =• = _. = 3 - O '� -*, Q (D (D o o -0 m O = -p rt . Lfi a IV 3 � o o — eL m g CD es � • • F1 CD C Olb V) n * -a °* n �. N 0 = CD in rt c (D Iqu) 1 i . City of Orono 2 �� 0 �G�C v..cs Hardcover Calculation Worksheet !I I Property Address: 'k s1/4.‘;',/ Prepared by: U id l e..e Date f S )q Stormwater Quality Overlay District Tier: (Circle one) Tier 1 Tier 2 Tier 3 Tier 4 Tier 5 Step 2: PROPOSED HARDCOVER In the following table, identify all items of proposed hardcover on the property, keyed by letter to Certificate of Survey (survey must accompany this form). Include all existing hardcover items that are intended to remain, as well as all proposed hardcover items that will be added. Use as many lines as necessary to accurately depict proposed hardcover status of the property. For Tier 1 properties, identify any features by letter which are split at the 75' setback line and calculate hardcover square footage separate) for each portion. Key to Hardcover Item (Describe) Length x Width Total Survey (Square Feet) (Example) (Garage) (24'x 30') (720 S.F.) A b itil tsitl( 3 0-7 ( S.F. B UV- ..r.u_ 13 ( L., S.F. CP Y h (4'7 S.F. D i� .. 4, S.F. E (Zefiv' �Ja_CO 1 S.F. F S.F. G S.F. H S.F. I S.F. J S.F. K S.F. L S.F. M S.F. N S.F. O S.F. P S.F. Q S.F. R S.F. S S.F. T S.F. U S.F. ✓ S.F. W S.F. X S.F. Y S.F. Z S.F. (1) Total Proposed Hardcover S.F. Excludable Hardcover(See City Code Sec 78-1684): S.F. S.F. • S.F. S.F. S.F. (2) Total Excludable Hardcover S.F. (3) Net Proposed Hardcover [Subtract line(2)from line(1)) "34, S.F. (4) Total Lot Area ___7._ g y Q S.F. Proposed Hardcover Percentage [(3)+(4)1 I %�i,4/ % etECEtVeD APR 0 5 2018 This is an information packet regarding Hardcover. Every effort has been made to insure the accuracy of the information contained herein;however,if any information is not consistent with provisions of the City Code,the Code provisions will prevail. CITY OF ORONO Page 9 of 9 °mo0 CITY OF ORONO RESOLUTION OF THE CITY COUNCIL NO. ,b6 0 '7ikESHos- RPUD District Minimum Proposed Flexibility SFR Standard Lot Standards Required? Minimum lot size: 15,000 square feet 7,500 s.f.—66,000 s.f. Yes (incl.wetlands) 24 of 39 lots< 15,000 s.f. Minimum lot width at setback line: 90 feet 65 feet typ./45 feet min. Yes Minimum lot depth: 125 feet Varies- all 125' + No Minimum front building setback(to 25 feet With blvd. sidewalk: 25' yes internal streets): W/O blvd. sidewalk: 20' Minimum rear or side setback to 50 feet 50 feet No Wayzata Blvd W and OCB Rd: Minimum side setback to internal street: 25 feet 10 feet Yes Minimum side yard setback: 10 feet 5 feet, 7.5 feet, or 10 feet Yes Per Setback Exhibit attached as Sheet B-19 Minimum rear yard setback: Lesser of 40' or Lesser of 40' or 20% of lot depth 20%of lot depth Wetland building setback: Greater of 35 feet or Greater of 35 feet or No MCWD buffer plus 10 feet MCWD buffer plus 10 feet Building height: Maximum of 30 feet (Not defined) No All dwelling units, including manufactured homes, shall have a depth of at least 20 feet for at least 50 percent of their width. All dwelling units, including manufactured homes, shall have a width of at least No 20 feet for at least 50 percent of their depth. 16. Floor Area Ratio (FAR). Zoning Code Section 78-1403 limits Lot Coverage by Structures for lots less than 2 acres in area to 15%. For this development the 15% Lot Coverage limitation shall not be applicable. Per the RPUD standards an individual lot Floor Area Ratio (FAR= gross area of all floors divided by gross lot area) of 0.5.shall be applicable. The FAR calculation shall include the square footage of all enclosed spaces including garage space,basement,interior rooms and enclosed proches. 17. Hardcover. By virtue of the RPUD zoning, per 78-1701(4)(a) the property is assigned to Hardcover Protection Tier 4, which allows up to 50%hardcover of the gross lot area. Only the smallest of the proposed lots would appear to approach that limit. 18. Public Streets. All 39 lots will be served by a new internal public road system to be platted as public roads and to be constructed by the developer to City standards, with minimum paved road width of 32 feet (back of curb to back of curb) and Page 7 of 20 i P ----__-- CRt57ALBAY HA40N01;711 J 1 .., �\� �-----� * r----- 7117 --'I r ,c \ I �Lck {{ .1f I 'i`- flLQC 2 1 I I _ i ,\1 r -• J r J .- J 4 ''` 1 { , - 1 Ir L .y (4- J 1 • = 8 9 , r 10 i r11 iI I 1I k I iI 3 4 S I : 6 11` 11` `'O \ • I I \1 ,1 1 1 2 I i I r 1 �;• 1 2 i fr I L ,I it �h c` 5 1 i 5 ' 1 1 6 ', 7 1 i - - -k 8 9 ' 1o . :. \ N \�.1`_ ti_—a i /,moi= —�---_' N. I; i / 12 .�1� 1 1 j, i i 6 r� ;_r::::.2............h,......z,- �/:<.���\:���\�\r. ��L \ iI i�%r:J �i , moi' �,• `\ ';''•fit'\\,\\�\\� L : 'j%� C.\\ i I ��� ; FlLrnnnoK I s. i 1�\ 5: (� 1/'r!. L --- < \ -��`\ \'\•••� ,'c \\\'s'''\ \ g \ N t 11\--,- 1S \v\ 1 • / /0'.4.-c'S":\. •, /,'' '7''''''"'"'" . . ' .\N i . i 1 I1 I 1 Iii •�II I 1 ,//,<-,,\` \� ter - 1 �\ N.\ � � i I 1 II L-- L — J - L__ %II ♦ r r i 11f r J� • 1 1 •\\\ \\ ! </i/ r/u 114 1 \\ : \.AL ,,__. '�A�1 I ' I I g LEGEND: 1 7.5' - SIDE SETBACKS 7.5' - 1-SIDE SETBACK 5' - 1-SIDE SETBACK 5' - 1-SIDE SETBACK (2-SIDES) 10' - SETBACK TO ROW 10' - 1-SIDE SETBACK 5' - 1-SIDE SETBACK ORONO PRESERVE - SETBACK EXHIBIT =® ® A ORONO, MINNESOTA VI DAM 3-4-15 t ORAwII BY: YPR ALLIANT SOLE:1-4100' OS New Construction Energy Code Compliance Certificate RECEIVED Date Certificate Posted Per R401.3 Building Certificate.A building certificate shall be posted on or in the electrical distribution panel. Mailing Address of the Dwelling or Dwelling Unit APR 0 5 2018 Name of Residential Contractor MN License Number OF ORONO David Weekley Homes CITY City Plan ID 7800-Barlow THERMAL ENVELOPE IRADON CONTROL SYSTEM Type:Check All That Apply X Passive(No Fan) w oid OR&! O ' Active(With fan and monometer or a y R � o _ other system monitoring device) N ¢ itb v b Location(or future Location)of Fan: w tia ° Z L)Insulation Location . ?, o En ' F ti .o o o .22' 1 ° cL° E on tw F- . z w w w c4 p2 Other Please Describe Here Below Entire Slab X Foundation Wall R-15 X R-10 Exterior,R-5 Interior Perimeter of Slab on Grade X Rim Joist(1st Floor) R-20 X Interior Rim Joist(2nd Floor) R-20 X Wall R-21 X Ceiling,flat R-49 X Ceiling,vaulted R-49 X Bay Windows or cantilevered areas R-30 X Floors over unconditioned areas R-30 _X _ Describe other insulated areas IBuilding Envelope air Tightness: Duct system air tightness: Windows&Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor(excludes skylights and one door)U: 0.31 Not applicable,all ducts located in conditioned space Solar Heat Gain Coefficient(SHGC): 0.29 R-8 R-value MECHANICAL SYSTEMS (I Make-up Air Select a Type Appliances Heating System Domestic Water Heater Cooling System X Not required per mech.code Fuel Type NAT GAS NAT GAS R-410A Passive Manufacturer Bryant Rheem Bryant Powered Interlocked with exhaust device. Model 912SC42080517 PROG5042NRH67PV BA13NA036 Describe: Input in 80000 Capacity in 50 Output in 3 Other,describe: Rating or Size BTUS: Gallons: Tons: AFUE or 92% SEER or 13 Location of duct or system: Efficiency HSPF% EER HEAT LOSS HEAT GAIN COOLING LOAD RESIDENTIAL LOAD CALL 57,137 27,942 34,104 Cfm's 1 ' rouna auct OK Mechanical Ventilation System "metal duct Describe any additional or combined heating or cooling systems if installed:(e.g.two furnaces or air Combustion Air Select a Type source heat pump with gas back-up furnace Not required per mech.code Select Type X Passive Heat Recover Ventilator(HRV) Capacity in cfins: Low: High: Other,describe: Energy Recover Ventilator(ERV)Capacity in cfins: Low: 50% 88 High: 100%=200 Location of duct or system Balanced Ventilation Capcity in CFMS: furnace room Locations of Fans,describe: Cfm's Capacity continuous ventilation rate in cfms: 88 4 "round duct OR Total ventilation(intermittent+continuous)rate in cfins: 175 "metal duct 7800- Barlow HVAC Load Calculations for David Weekley Homes Prepared By: Michael Hoium Sabre Plumbing &Heating 15535 Medina Road Plymouth, MN 55447 763-473-2267 Monday, May 16, 2016 REetIVED Rhvac is an ACCA approved Manual J and Manual D computer program. A � a 2018 Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. - CITY OF ORONO Rhvac-Residential&Light Commercial HVAC Loads ilk Elite Software Development,Inc. Sabre Plumbing&Heating 7800-Barlow Plymouth,MN 55447 Page 2 Project Report Genierot r - atirn' Project Title: 7800- Barlow Designed By: Michael Hoium Project Date: Monday, May 16, 2016 Client Name: David Weekley Homes Company Name: Sabre Plumbing & Heating Company Representative: Michael Hoium Company Address: 15535 Medina Road Company City: Plymouth, MN 55447 Company Phone: 763-473-2267 Company Fax: 763-473-8565 Reference City: Minneapolis, Minnesota Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 44 Degrees Elevation: 834 ft. Altitude Factor: 0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: -15 -12.38 n/a 30% 72 29.40 Summer: 88 73 50% 50% 75 35 ' eii Fl-g ui'eS *L c.:. a.,': ,< ,,, .4,`"f=;3" � .fi.:, .t' `> _ s"s'vZ<Ka x: ...r^ en.�r ,�ti,1zFx.#; .. ,.. "j Total Building Supply CFM: 1,264 CFM Per Square ft.: 0.257 Square ft. of Room Area: 4,912 Square ft. Per Ton: 1,728 Volume(ft3)of Cond. Space: 46,672 Building Loads .; '14.14.4 .44.M.;::.1::' { 2r;, Total Heating Required Including Ventilation Air: 57,137 Btuh 57.137 MBH Total Sensible Gain: 27,942 Btuh 82 Total Latent Gain: 6,162 Btuh 18 Total Cooling Required Including Ventilation Air: 34,104 Btuh 2.84 Tons(Based On Sensible + Latent) '!t . t frS4,e.'s�„ -,x'°mss.'3•, ""r'Rq '"'^�'a ae,N*a. .�s +r r:.,:-'',c_.r.as; -.c•:w-r�. ._ *° F:> .,. Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Monday, May 16, 2016, 10:05 AM . Rhvac-Residential&Light Commercial HVAC Loads AL Elite Software Development,Inc. Sabre Plumbing&Heating 7800 Barlow Plymouth.MN 55447 Page 3 Load Preview Report Net ft.2 Sen Lat Net Sen Sy SCyls Acf Duct Scope Ton /Ton Area Gain Gain Gain Loss CFM CFM CFM Size Building 2.84 1,728 4,912 27,942 6,162 34,104 57,137 678 1,264 1,264 System 1 2.84 1,728 4,912 27,942 6,162 34,104 57,137 678 1,264 1,264 12x18 Ventilation 971 4,061 5,032 6,500 Humidification 5,745 Zone 1 4,912 26,971 2,101 29,072 44,892 678 1264 1,264 12x18 1-Basement 2,448 3,035 0 3,035 15,872 240 142 142 2--5 2-Main Floor 2,464 23,936 2,101 26,037 29,020 438 1,121 1,121 11-6 Monday, May 16, 2016, 10:05 AM Rhvac-Residential&Light Commercial HVAC Loads is Elite Software Development,Inc. Sabre Plumbing&Heating 7800-Barlow Plymouth.MN 55447 Page 4 Total Building Summary Loads .. Low EE: Glazing-LowEE Builder Grade .31 U-value, .29 454.8 12,262 0 11,417 11,417 SHGC, Window and Patio Door, u-value 0.31, SHGC 0.29 11J: Door-Metal - Fiberglass Core 41.8 2,181 0 602 602 15A-15sffc-8:Wall-Basement, concrete block wall, R-15 1548 4,890 0 89 89 foam board to floor, no framing, no interior finish, filled core, 8'floor depth 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2363.8 13,367 0 2,044 2,044 cavity, no board insulation, siding finish, wood studs RJ 20 Spray Foam: Wall-Frame, Custom, Rim Joist R-20 347.5 1,512 0 424 424 Closed Cell Spray Foam R49 16B-49: Roof/Ceiling-Under Attic with Insulation on 2464 4,930 0 2,720 2,720 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49 Blown Insulation, No Radiant Barrier, Vented Attic, Asphalt Shingles 21A-20: Floor-Basement, Concrete slab, any thickness, 2 2448 5,750 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide Subtotals for structure: 44,892 0 17,296 17,296 People: 6 1,200 1,380 2,580 Equipment: 901 3,638 4,539 Lighting: 750 2,558 2,558 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation: Winter CFM: 175, Summer CFM: 175 6,500 4,061 971 5,032 Humidification (Winter) 15.67 gal/day : 5,745 0 0 0 AED Excursion: 0 0 2,099 2,099 Total Building Load Totals: 57,137 6,162 27,942 34,104 a ; n :1',-: d . �cx#r,u ���x 3 .. . . . . ..."xi§� ti��a�= s.,.,144i:1-'4:0L--:,;4 7 ,:a;: Total Building Supply CFM: 1,264 CFM Per Square ft.: 0.257 Square ft. of Room Area: 4,912 Square ft. Per Ton: 1,728 Volume (ft3)of Cond. Space: 46,672 :, a s .a ,w e,y':fiva.`t3e ial5:11 1,a`' n `.. , .. , ,.,,4 ., a dh'a10 ,rf°+ „y '1 Total Heating Required Including Ventilation Air: 57,137 Btuh 57.137 MBH Total Sensible Gain: 27,942 Btuh 82 % Total Latent Gain: 6,162 Btuh 18 % Total Cooling Required Including Ventilation Air: 34,104 Btuh 2.84 Tons(Based On Sensible + Latent) + ,: x ,- . . : , w,„,, ., , ,k.',..,,,,,,,,:- 1 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Monday, May 16, 2016, 10:05 AM Site address Date Contractor Sabre Plumbing & HeatingCompleted By Michael H Section A Ventilation Quantity (Determine quantity by using Table R403.5.2 or Equation 11-1) Square feet(Conditioned area including 4912 Total required ventilation 175 Basement—finished or unfinished) 4 Continuous ventilation O O Number of bedrooms 00 Directions-Determine the total and continuous ventilation rate by either using Table R403.5.2 or equation 11-1. The table and equation are below Table R403.5.2 Total and Continuous Ventilation Rates(in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space(in Total/ Total/ Total/ Total/ Total/ Total/ sn.ft.) continuous continuous continuous continuous continuous continuous 1000-1500 60/40 75/40 90/45 105/53 120/60 135/68 1501-2000 70/40 85/43 100/50 115/58 130/65 145/73 2001-2500 80/40 95/48 110/55 125/63 140/70 155/78 2501-3000 90/45 105/53 120/60 135/68 150/75 165/83 3001-3500 100/50 115/58 130/65 145/73 160/80 175/88 3501-4000 110/55 125/63 140/70 155/78 170/85 185/93 4001-4500 120/60 135/68 150/75 165/83 180/90 195/98 4501-5000 130/65 145/73 160/80 175/88 190/95 205/103 5001-5500 140/70 155/78 170/85 185/93 200/100 215/108 5501-6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11-1 (0.02 x square feet of conditioned space)+[15 x(number of bedrooms+1)]=Total ventilation rate(cfm) Total ventilation—The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average,for each one-hour period according to the above table or equation. For heat recovery ventilators(HRV)and energy recovery ventilators(ERV)the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake,or both,for defrost or other equipment cycling. Continuous ventilation-A minimum of 50 percent of the total ventilation rate,but not less than 40 cfm,shall be provided, on a continuous rate average for each one-hour period.The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. Section B Ventilation Method (Choose either balanced or exhaust only) it Balanced,HRV(Heat Recovery Ventilator)or ERV(Energy Recovery (� Exhaust only Ventilator)—cfm of unit in low must not exceed continuous I Continuous fan rating in cfm ventilation rating by more than 100%. Low cfm: 8 High cfm: n00 Continuous fan rating in cfm(capacity must not exceed 8 O L continuous ventilation rating by more than 100%) Directions-Choose the method of ventilation,balanced or exhaust only.Balanced ventilation systems are typically HRV or ER V's. Enter the low and high cfm amounts.Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fon that is operated a percentage of each hour. Section C Ventilation Fan Schedule Description Location Continuous Intermittent Directions-The ventilation fan schedule should describe what the fan is for,the location,cfm,and whether it is used for continuous or intermittent ventilation.The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100%greater than the continuous rate.(For instance,if the low cfm is 40 cfm,the continuous ventilation fan must not exceed 80 cfm.)Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls (Describe operation and control of the continuous and intermittent ventilation) ERV has wall control-set to 50%=88 CFM ERV has wall control-set to 100%=200CFM Directions-Describe the operation of the ventilation system.There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance.Related trades also need adequate detail for placement of controls and proper operation of the building ventilation.if exhaust fans are used for building ventilation,describe the operation and location of any controls,indicators and legends.If an ERV or HRV is to be installed,describe how it will be installed.If it will be connected and interfaced with the air handling equipment,please describe such connections as detailed in the manufactures' installation instructions.If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation,such interconnection shall be made and described. Directions-In order to determine the makeup air,Table 501.4.1 must be filled out(see below).For most new installations,column A will be appropriate,however,if atmospherically vented appliances or solid fuel appliances are installed,use the appropriate column. Please note,if the makeup air quantity is negative,no additional makeup air will be required for ventilation,if the value is positive refer to Table 501.4.2 and size the opening.Transfer the cfm,size of opening and type(round,rectangular,flex or rigid)to the last line of section D. Table 501.4.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances,see KAIR method for calculations) One or multiple power One or multiple fan- One atmospherically vent Multiple atmospherical- vent or direct vent ap-pliances assisted appliances and power gas or oil appliance or one solid ly vented gas or oil appliances or no combus-tion appliances vent or direct vent appliances fuel appliance or solid fuel appliances Column D Column A Column B Column C 1. 0.15 0.09 0.06 0.03 a)pressure factor (cfm/sf) b)conditioned floor area(sf)(including 491 2 unfinished basements) Estimated House Infiltration(cfm):[la 737 x ib) 2.Exhaust Capacity a)continuous exhaust-only ventilation system ERV=0 (cfm);(not applicable to ba-lanced ventilation systems such as HRV) b)clothes dryer(cfm) 135 135 135 135 c)80%of largest exhaust rating(cfm); Kitchen hood typically 240 (not applicable if recirculating system or if powered makeup air is electrically interlocked d)80%of next largest exhaust rating Not (cfm);bath fan typically Applicable (not applicable if recirculating system or if powered makeup air is electrically interlocked Total Exhaust Capacity(cfm); [2a+2b+2c+2d) 375 3.Makeup Air Quantity(cfm) a)total exhaust capacity(from above) 375 b)estimated house infiltration(from 737 above) Makeup Air Quantity(cfm); [3a-3b] -362 (if value is negative,no makeup air is needed) 4.For makeup Air Opening Sizing,refer NOT REQ'D to Table 501.4.2 A.Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances.(Power vent and direct vent appliances may be used.) B.Use this column if there is one fan-assisted appliance per venting system.(Appliances other than atmospherically vented appliances may also be included.) C.Use this column if there is one atmospherically vented(other than fan-assisted)gas or oil appliance per venting system or one solid fuel appliance. D.Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fule appliances. Table 501.4.2 Makeup Air Opening Sizing Table for New and Existing Dwelling Units One or multiple power One or multiple fan- One atmospherically vented Multiple atmospherically Duct di- vent,direct vent ap- assisted appliances and gas or oil ap- vented gas or oil ap- ameter pliances,or no combus- power vent or direct vent pliance or one solid fuel pliances or solid fuel tion appliances appliances Column B appliance appliances Passive opening 1-36 1-22 1-15 1-9 3 Passive opening 37-66 23-41 16-28 10-17 4 Passive opening 67-109 42-66 29-46 18-28 5 Passive opening 110-163 67—100 47—69 29—42 6 Passive opening 164—232 101-143 70—99 43—61 7 Passive opening 233—317 144—195 100—135 62—83 8 Passive opening 318-419 196-258 136-179 84-110 9 w/motorized damper Passive opening 420-539 259-332 180-230 111-142 10 w/motorized damper Passive opening 540—679 333—419 231—290 143—179 11 w/motorized damper Powered makeup air >679 >419 >290 >179 NA Notes: A.An equivalent length of 100 feet of round smooth metal duct is assumed.Subtract 40 feet for the exterior hood and ten feet for each 90-degree elbow to determine the remaining length of straight duct allowable. B.If flexible duct is used,increase the duct diameter by one inch.Flexible duct shall be stretched with minimal sags.Compressed duct shall not be accepted. C.Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D.Powered makeup air shall be electrically interlocked with the largest exhaust system. Combustion air Not required per mechanical code(No atmospheric or power vented appliances) i Passive(see IFGC Appendix E,Worksheet E-1) Size and type 3"Rigid,4"Flex 'Other,describe: Explanation-If no atmospheric or power vented appliances are installed,check the appropriate box,not required.If a power vented or atmospherically vented appliance installed,use IFGC Appendix E,Worksheet E-1(see below).Please enter size and type.Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. Directions-The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening,is called the Known Air Infiltration Rate Method.For new construction,4b of step 4 is required to be filled out. IFGC Appendix E,Worksheet E-1 Residential Combustion Air Calculation Method (for Furnace,Boiler,and/or Water Heater in the Same Space) Step 1:Complete vented combustion appliance information. Furnace/Boiler: 80000 raft Hood Dan Assisted Iirect Vent Input: Btu/hr or Power Vent Water Heater: 40000 Draft Hood IJFan Assisted ❑Direct Vent Input: Btu/hr or Power Vent Step 2:Calculate the volume of the Combustion Appliance Space(CAS)containing combustion appliances. 1 792 The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 LxWxH JLnw FT Step 3:Determine Air Changes per Hour(ACH)1 Default ACH values have been incorporated into Table E-1 for use with Method 4b(KAIR Method).If the year of construction or ACH is not known,use method 4a(Standard Method). Step 4:Determine Required Volume for Combustion Air.(DO NOT COUNT DIRECT VENT APPLIANCES) 4a.Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E-1 to find Total Required TRV: ft3 Volume(TRV) If CAS Volume(from Step 2)i s greater than TRV then no outdoor openings are needed. If CAS Volume(from Step 2)i s less th an TRV then go to STEP 5. 4b.Known Air Infiltration Rate(KAIR)Method(DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan-assisted and power vent appliances Input: 40000 Btu/hr Use Fan-Assisted Appliances column in Table E-1 to find RVFA: 3000 ft3 Required Volume Fan Assisted(RVFA) Total Btu/hr input of all Natural draft appliances Input: 0 Btu/hr Use Natural draft Appliances column in Table E-1 to find RVNFA: 0 ft3 Required Volume Natural draft appliances(RVNDA) Total Required Volume(TRV)=RVFA+RVNDA TRV= 3000 + 0 _ 3000 TRV ft3 Step 5:Calculate the ratio of available interior volume to the total required volume. Ratio=CAS Volume(from Step 2)divided by TRV(from Step 4a or Step 4b) Ratio= 1 792 / 3000 = 0.60 Step 6:Calculate Reduction Factor(RF). RF=lminus Ratio RF=1- 0.60 = 0.40 Step 7:Calculate single outdoor opening as if all combustion air is from outside. 40000 Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area(CAOA): Total Btu/hr divided by 3000 Btu/hr per inz CAOA= 40000 /3000 Btu/hr per inz= 13.33 in2 Step 8:Calculate Minimum CAOA. Minimum CAOA=CAOA multiplied by RF Minimum CAOA= 13.33 x 0.40 = 5.37 int Step 9:Calculate Combustion Air Opening Diameter(CAOD) CAOD=1.13 multiplied by the sq u are root of Minimum CAOA CAOD=1.13 V Minimum CAOA= 2.62 in.diameter go up one inch in size if using flex duct 1 If desired,ACH can be determined using ASHRAE calculation or blower door test.Follow procedures in Section G304. IFGC Appendix E,Table E-1 Residential Combustion air(Required Interior Volume Based on Input Rating of Appliance) Input Rating Standard Method Known Air Infiltration Rate(KAIR)Method(cu ft) (Btu/hr) Fan Assisted or Power Vent Natural Draft _ 1994 to present Pre-1994 1994 to present Pre-1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3 675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 _4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5_775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 .3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 ,3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 ,5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 ,5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 ,4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 ,13,650 6,825 135,000 _6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 _ 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 ,6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 ,20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 .10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 ,23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1.The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code.The default KAIR used in this section of the table is 0.20 ACH. 2.This section of the table is to be used for dwellings constructed prior to 1994.The default KAIR used in this section of the table is 0.40 ACH. • 49'-0" 13'-2" 15'-I0" 19'-8' 2' I 5-3` , S-6" / 4'-5" 6'-4' , 3'-6` 6'-0" 5'-9" # 4'-0" / 4'-0' # 5-11" I 2" ti ._. . ._. . ._. . 4-0 5-0 FX 0 7-4• i (2)3-0 5-0 0 7-4• Q i 71 (2)3-0 5-0 0 7-4`/ • II I' v5 I \ i . i t 1 A°° i- i (2)3-0 5-0 0 7-4' I I i i #S-4' I i. 9' 6• 2.-6. GAMER0014 i KJ 1 14 m I I- i •• • I • IRIS • iN B TH A o ,ti yy g o W A 4tRi • 41KEDOWALL I• ,' o • �1 ` m) I 1JI �.... o-": 'I'-• 8-2' X 17-6' • F'== i I\ K„5Th 5 SH. y- Oo V 1 13"-2 A 1� • " I Qm W I 5'-2' I , I is N • AI i 1 0.1c Z• i �_ I I •I TA, i . ir. O 1 I A I STORAGE i WET BAN ROUGH i6'-11` • Y 13'-2' 6'-10' # 5�'-4' i- \ NI pi:- of/clril . h m L I / I � \ I r 3'-8" 24'-4' I I MECH I WATER HEATER FURNACE 0 IB(LC,PERB ��j� X13 r I UNEXCAVATED i- I REc01,1�lENDATiON) COJdEE,,STION�AIR I GARAGE SLAB I REINFORCE PER LOCAL CODES I I AND ENGINEERS SPECIFICATIONS ONS PIT , _ J 1.4.• I, Mi .AY VARY i I - 17-2" 4,2'-4' 4'-10' e 1 PORCH 1 1N I-to _ 1 \ I I r \ t 4 I/2" 21-0" 9-0" 19-0" 49'-0" BASEMENT FULL BASEMENT (FINISHED) NOTE: ALL BSMT FLR. CEILING HEIGHTS 9'-O" UNLESS NOTED OTHERWISE o t 7th -11 o cs rn 0 1cr . 0 0 o °D Q DRAWING SCALE 11x17 1/8" = 1'-O" 22x34 1/4" = 1'-0" W e Proj. No.: s ' ©tfeekley Homer; LP. 2016 r o z THE ENCLAVE AT MEDINA 6002 Lot: 02 David Weekley Homes The measurements,dimensions,and other Z specifications,shown on this document, Or 2885 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. o O H Job No.: The actual specifications of the finished MEDrNA MN CN/JP/RG Rev.: l/$ = 1 -Q structure rep document may I likn 0011 Sect: Date: 1/25/18 Rev.: whatt thecompleted swore willlllook like. / 49'-0' 13'-6' / / / 15-6' / 25-0' / / 3-3' / 3-6' / 3-6' / 3-3' / 3'-0" , 5-0' / 4'-0' / 4'-0' / 4-0' / (3)3-Q 6.0 4-0 6-0 0 8-D FX 0 8'-0' MM N-• N TEMP. ro ( ) m ®s'6o '\-(211)3-0 s-Doe' o' N mo—�. A- I o 0 3.-6' 4'-0" 4'-D• 4'-0• I OWNER'S •i' x •/( / m I IDINING 'W;68,6-00• I RETREAT • : 3'-10• 2'-0'k '• oY. • i-'1 1 (TW) Il-0 CLG, n, , - 2x6 ALL o: L J g. FAMILY u 0 N 1 11'-0" N 4. 2'-10' 3'-8• 2'-0' 16" :• 2" H 4•'T ----KON 4'-6.4i, 5'-0 I 2'-10" ,10 10 0 o I I oI TI l220 .,8 5-0- _M*- 3-2. 20" 4-.. " o III C3' 90 CLG ,6 iii 20" I2HGHH 5'-10• 4'-6' Ili U OWNER'S ; _ t 1' ': • ., o ,. BATH z' to o I I � :� o 71 0 c ' 1 1 �.CAP 16A Ir. OkillAi. 1 „ i __ q KITCHEN w'_' ��� . \, BA IRIS o jjjjjj `1.71 r_---� _ cn ail o �X X ;fJI �l r+ ' 08L OWN . WDR A N '; - • a ,,, I IRIS - 1 y _ 4'-10' 7'-8- 2" I - �k ' 5-2" X 6'-10" bh, 4'-0' 5-0" 5-6' STUDY I o s I.I m BEDRkI 3 g� m 1 2'-B'x __ -- 2,'_ x2'-0` e'-10` Jr wo `,1. i o I� } o ' 1- • o o - AMILII o o o _ GLG. FO E'N > ' UTI § a c. 9'-2' S-4' 1 I x6 BEARI G , millui ME L__JL__J R', U �� §N90 CLG.= ... __ --- - s7• PE' ip Y' ��' R i cy �' `•ADE i- Sgt - �_o 1 BATH 2 Y: 4'-6' No 2'-10' -10' 12'_6' N o, � 1 2", 14'. 3'-8' 18" \ / E TRY 3 CAR GARAGE BEDRM 2 ! A ,o N-- I N N I 3-0 8-0 '/ )2-0 6-0 1 • (2 f 0 5-0' 12" 't. 3-0 6-0 0 111Pr7r," 8'-0' 10-0 SOFFIT MI o• 315 1, 3'-0" 3'-0' 1, 3'-6` / "• __/.,... / I I 13'-0' /2'-4`/ 5'-0' 8-0 8-0 GARAGE DOOR —rG7, r 0— 16-0 8-0 GARAGE DOOR 11L 7,b• rip I�I sffP PER --1-U. �� ^,' FRAC 08 E0.TO II COLUMN'MOTH 2. 2• 2' 6' 2'_0' 0 4'-0' 10'l 6' /2-4' 8-4' 2-4' 5-8' 2-4• 8-0' �/18"/ 16'-0' /18"/ / 21-0. 9-0' / 19-0. / / 49'-0' / FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 10'-0" UNLESS NOTED OTHERWISE ADVANCED FRAMING: 2X6 W LS AT EXTERIOR PERIMETERWALLS AO ALL INSULATED WALLS UNLESS NOTED OTH RWISE '.2.�R Ng'mq °I— RI r OPTION LIST 1 RI b Q)9N f�§r r Z BACKPACK RACK TREY CLG. AT OWNER'S RETREAT • � n Hsi K Z-Cl) DROP ZONE SINK AT UTI L. m m T 0 0 D CUSTOM KITCHEN FIREPLACE AT BASEMENT DRAWING SCALE ~ -n WALKOUT BASEMENT 71 GAMEROOM/BED4/BTH4 WETBAR AT BASEMENT 11 x 17 1/8" = 1 -0" + N FIREPLACE AT FAMILY `ir"i0 e� a , SUPER SHOWER 22x34 1/4" = l'-O" ( ) • e s I' % .I ©Veekle Homo L P. 2016 Z D i. NI coo z THE ENCLAVE AT MEDINA Pro Lot: 02 David WeekleyHomes specifications,The shown on document other Z A X ro ° 2885 WOOD DUCK TRAIL Bik: 04 are guidelines llinsesforconstructionuseonly. O m Job No.: specifications of the finished 1 I CN/JP/RG Scale: 1/8" = 1'-0" structure may vary. This document may ` N * D , ` MEDINA Mlv 0011 Sect: `Date: 1/25/18 Rev.: not what relied a representation of what the completed structure will look like. • f312z10 _ j 1 —�' j 1 ‘PA.T111 (312x12 W rja 1 I I a I ya / * I ' I _ I cot+r. - J I j I j •d IA liq i'I ,m 9A 9A I � w o w �� i I A� I I l'b>, H IA H I k I l 32'-4"I 1- jN— :i_ r211 �/.k18•L✓L + o j III 8g I GaN I T g— I N •o Nlj r I',04 i ri 8 g A O 1i � "� I I •k , I I i '" Y 184' • 8'-2" A I \\i L, I I -I� —i I T J -(]J]xb-- L J I I I I CI 2 L--I I I 1 — J j 1-- — 1 nFN A ;CR1 TDA d rnZ� 3 -oAT -r I I �D-NAD I I I M N N gl pDA -4 BASEMENT FULL BASEMENT(FINISHED) NOTE: ALLBSMT FLR. CEILING HEIGHTS 9'—O" UNLESS NOTED OTHERWISE r - A r i i : m I c o y s &• L-J - m x ^� z b x z m [r g3 D _p m a [ [ § A O -- 6 N rn m � ; ' r � o rn i m 13 ; d � � A N 6 r � Z ii s :z n r y o . No.: ©Weekley Homes L.P. 2016 Z W o, THE ENCLAVE AT MEDINA Pro 6002 Lot: 02 David Weekley Homes The measurements,dimensions,and other specifications,shown on this document, r 2885 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. Job No.: „ , �r The actual specifications of the finished E MEDINA MN CN/JP/RG Scale: l/$ = 1'-0" structure This document may 0011 Sect: 0 1/25/18 Rev.: ♦ not relied P as a representation tion of 0 % ` w , Date: what the com leted structure wit look like. O5B SHEATHING-PI y ose SHEATHING-P3 OSB SHEATHING-PI y (SEE NOTES) (SEE NOTES) y (SEE NOTES) N Nf IP—yyN� `7pf l .N \ ( r 1— (2)2x6 (22,227/ GOVT. -_// T @ L J r 1`� I 1- \\ I -,_- ___ 0)2x6OV GT. — __ / \ / T \\ 11, A I I I I / / \ / la' \ / / I JACK \ / JAM TRIM,,• ` . \\ / MISSES• 24'OL. \ / 2V-Z-4-- , \ ---_L_ // \ / I \ / :@ \ 1P \ /2° ' N \ / w I // F /// � :g\ A �, A \0" —I—I—A lig -N h II // I I .�� \\ • A 1 h // ~ I ---• MI:_ a \ n 40?il / I :. ili \\ IliI.I y I o \ o N r (2)2x5_ I \ b'-0' / �_s� I �JrTT� , 0 a A Ana— 1111111 t h— -� in —42k .-xclIV-L /i l:A v � / (FLETFEZTT)) tF TTn I uI1II uiuuiiiiniiinrTliNliiniuuiiiui lLg • I:::: :: : f: I :: D N~~ I l: is I:::::: �:_ :I _ � rv : I : : E —i %i \ :: I is m 3 n l:: ::: ::: .: I I:: :::: {2)2x6 :: :/:: ::: \: :: 411 e,24(oa i ::: Hi:: i /: : : : : : ::: II -- -= f OVERFRANRI6 1 -: 3GoN. I � .24.0 . E::::::::;:: /::: ::::::::::: :::::::H::::: :/: �_ _ _ GABLE END ROOF 7RUss --- _l' _ ^ �jJfa "` -k. - -STRUCTURAL b ROOF TPo15�5 i. L I _ = �(?l�l2 fR71'.T-0fl ylfdiN7JF I I ^,k�-- •I�--- '`-'' -- PORTALFRAhE dr N �� Ttl N Z tri w , OSB SHEATHING-P3 PORTAL FRAME (SEE NOTES) / (SEE DETAIL I/5D.01 • • • • L I I ; I D 1---I ;- x FIRST FLOOR i 'p r— A Z 6 L A A,osDx SDs N , m " -2T, 1i TTs m 1 Z ~13 51 O S R' T •c - N oii • • • • • • ©Weekle Homes L.P. 2016 • °7 ' THE ENCLAVE AT MEDINA Proj. No.: Lot: 02 The measureme ts,dimensions,and other CO6002 David Weekle Homes specifications,shown on this document, m X OW C Z 2885 WOOD DUCK TRAIL Blk: 04 = — Theat guidelines for construction use only. )-I; O � Job No.: „ , „ The actual specifications of the finished Q CN/JP/RG Scale: 1/$ 0 structure may vary. This document may (731— MED INA m- �I 001 1 Sect: not t t relied on to a representation of • / • I `Date: 1/25/1$ Rev.: what the completed structure will look like. 02 '7 a0 m `SII0dV3NN1 .�..�..�..,,., O -, _ NW W 0 O N b 3 3 N a N 3 l v b!l 1^J Il b 1 I ' N . d1flN '8 NEI�H1rlW ,•z• S3WOH O i •w i 008L 0 ii �.d a �,�w. O A31>133M 01AVO y y I 0TE8-949-5TZ T00B9494TZ: 4d•IBl ZOO6T Ed'�aRwV•OST aIl^S-IS ald•n iMoS OZ 8N r° S1oN 1delnlOn�is t o ESQ N F • 02 : 11.1 e p ® § 5 sal, Ia ,,, R to Q Q -IR 01 2� A T f �,� = -+� 8- 90 2 0 p -* $$$$ gt 4 'P " .g' '''*° P li a o° Erh i ',I'E 1/41,0 $ 1 2 i ; gdgg Atq OK j;,- s 02 ,42ti k LL o„ Ni •` 2 8 E 20 ® FIERrtS� F < of 0 V Co Q - esir' H"2 ° O ; a 's qiP n-3 e 1 '-2. 1 L, 40 E 0212tg)`51 .1'4 i 0 4 811? °1-1 0 .t4li,FAveg R g < a »g o si n �' {-� �S bb 01 fi F 4 • " S -` E = (µ,��� O x2• y� s ,75 t . 7 5 7 OS IP �q R� , 1Fy0 3° $ i2510-< § Z. x r p g �u -i F U ®iiiii 1.:� 0 i!Y1 ° = t h° i 6 § 0°SI 1< �_ F rbodC~ a�f+� '2-1� `io1— zesa2 = BB�� .f his, A S j H _ "y o: —; � o� �ryY �$ 3 u7 • �S Zi • •2. S Y ,L eh A �S � � h.75•°OZ 11 �• o� Sd,Y �• b a • gO 8i N ! 7 IP S ,R : Z Z JZ J 2 0 i5-0 Fti at tiAx ?iU 1p , '"gi8 O z0 � � <s � o- � � �mN � � i o� ��;C y «yT � � o,n � ooh � oo`� � 6.go� - O P g 541 ,* V % gi_�Q~ tiq-2 gil Sty <: ie g "r / Li F-I i ! lK 0 p v m �S t 0 P to �,a rz � � "< � IC o -- "Q �' ° `� m s -.� < �~ Q X41pb aOJ � � < 5 o §_ � < li . I:::� qigiii q < " < <40 0 rd pyie iii-5, S T,p E -sA F II,� �V ‹T 'I r0 ,g1 it_..V 1 • • • I:•'1 �O N— O int- $ R2 HkflMh HR . • • 10 Wlgi •e o µ{r1�+l • u ? oQ VV�� S a1� nO o2mU W(V V PV� 2 .. i R lid- 1y d • • t O C ii E =c Z —Wl 9 2 06" .lirtlit Z ...777Z� ffl r1 � 2 � F JQJQ<x� i 8 go* Zk'_°M� / 1 hH s� ., ?0,4 gollizlhot ;; la= 9 !iq< g"EaL � ,ipgr- 62� D, " s f k < ; .gym L> i DAI,,_- go 1 $ gi gi q 2 _- ° " 0 nod = 16A-1-,-1z� g i - 0V0V 1 � ��wo w . i th h qi; ` �� !,1-r J ry Q ,�n� '' g g ''* .r,L,! E " < k" o g d'' J n m ' �0 ll'ih o g_. Mitig � ,Iv.iuw41 ,NVltl 0 a- 00 m NW `Sl10db'3NNIj/� �� b d1n)-11'8 Nao-I Inw ' p s3wo}� i�i Jj • El .�1>t33M alnbQ �I 3 Q O Y Y O O 8 LI Q Wo]'dllq�4lnw�nM OIE9-949-9IZ n� IOOB944STZ z�IWdeRl Z006I Rd',RgIW•05I%in"IS RKIRri LPOS OZ ,o g p S�IIV Q SALON 1VHnioneus 1 0 11 Igo 3b !2! p1...,_ ,.. ,.,, >_ a 'A 61 raw zra NW R I I BE- 1 $ ilg q T._ 11 _in■m4 � .° h 11 1 !1„,! ' 11:11. 1 .� row rasi dais I \1L • z y g ,„. ,,,,.„ E , ,, 1 n 411 <°� s I. 1 to 11 , i e) 0 i i.0 P dd I Z _I.- I I��I�I- 3 �� t 11=11°nil=1 Ei 4.4 �p?' § . MTh ���* 0il=n=n-- m - a I 11=11=11=:II.. q11;• AO ARI? gLTi• O rillZ 9 d0 d01 n=n=11=11 ! N II-II-II-11= Q �s� • s C9>'YISY3d 11=11=11=1 uE� 11=11-II=11 �- 1> 3119od 11=11=1I= A111111 i II�I II�I RIE I�I h p�/j 11=11=11 h F 11=11- uxf 1111= /7, H1430 1508.1 •I I�!T=•.1 MMI ..-- 0•02140 d0 dol ,- a: '` X rax 0. 0 Lt9Bt 19ai A,I o p 1--- i ♦hJV?al ddls II �' ..1.-..1 F w g 2 =�I=1u-�I-11IIMI"I�"I�'=�I"�I"n"�I a �1 g fi i g .f ;II 111111111111111111 U Q1 Qa=� ! a 11=11=11 Q 7 T EIP iiNT iil MAX I i WI ir 9 V2', a 'b' a. ;p 1 ti 4i mil.:KH.,, ..., I --miml-- -- ir- el • r ii 1 h 6 !si 44 1 PAgm0a ? -me so 1 ro�6 : 1 Ki isu3 ki I I -311 i h 1 11. a. q . • , 04 lin -11!!il GoR P1 h °�4 ,.. .r,1:-----.. T F,,,7 !lc! : III" iWiiir il Fe i 'l' 1 III\ 4 lil ii ill' rrlin c3 u li pT y i $off r,ggp. 21 5 b ,, L,,,w I,9„ i $o ° 2 4 p q� r w bli � ro24•rwc • 4® I— i !A 1 101 I .11k EI lk" OP i P 4 a '� N m— it° n Tn % II 1JI A N Jp ? F =O ITT •; 1 m3 i —' § . c4 1 l A! W o I p wr ii r>. TSi 4 MO 4q il amirel,;11'=AMIllar 4 h A I r V\ il i- li r TLN� il H ii g IA CJ pp y -,-'d iFx- ;8 Ah ,,. 91, � qq a ® . W U P Em • Ziii_p !le h qi 1 -e$ E.1 €o -bli 1 IE . .._g AI ,,• • - ir,. WEIIIIM i6 •' - AM 2 01-10 il • 'g Ahl--," 1-24 lg:: o4.!, S i6-1 I- P 1111111 4E0 1 • (;;0 iFt- p q . :..q & dr Ikl '0 STRUCTURAL NOTES & DETAILS �g R 1 I o 0 20 South Maple St,Suite 150•Ambler,Pa 19002 Telephone:215-64643001 Fac:215-646-8310 co :i 7 RO O DAVID WEEKLEY1 www.mulhemlalp.camE. L v O HOMES J � ' MULHERN 8� KULP B T R UCTURAL ENBINEERINB • Pli MINNEAPOLIS, MN R: co 9 0 "'�°"m10e""""'" aN. JE0 0) • �y poD ;N 0: -�Q A jj p m m N[n /� O m� lA+ MI O N .A ~ .gym CCC (-) W 21-�• f Z O . s �O ›r'' m `^/ _ Z D q S o r m N Z^ rri r c 1 1 Ille . m /moo gr,_ N ‘I I a lv al V) —.c 1 E^ m V E _ c 1 : II El-. r D I cs y 1 !,II.„O aIim2' 6' 6' 5' e' 10' aP R1 oetom C G-') S en 7-8'TO 0-0 FF. R I I '—; 0 O NO k0 Pm -.6- Ip ; - .mm \oJ o 15g c _� '.9. rs$2 73 I •=4 n m mm �� m 4!_ P v 3'-6' mu �i �7 r91a 1 o j Ilii 'e;l���—_ z I t+'1 ■� _� e� •,.,_.--em-a\ _ i mmuu A. Ri a r O a 9111 li - --7 Ip1JIIri: .•immil 1 ; -mmi'ir 1111111111111 im- 11- • Emor 18 '73 E or =! F m N m I i •r`l�egiii' DE IA �IAriel 5-6.o ® f _ . o N I\ p L I, I P Lv .. —V!i/A - �- N �— O = ' '. 1 \\, a ft �NN b ' _k { I — � O �, .� a rs a H i . �, � � . a — m ✓ ! = 1 wY MAI •r AA o ,, Np 111 Illl�l �>•` ., 4 4 � s .- r 31-,10' m Pm g N -11 DRAWING SCALE m m No ® � ®°° Q FT g ° p I� N m yy 6 i O ,g- 5.!E _> A N Z-aDI u 41.1 I+�I�I� mA r�I� r D 11x17 1/8" = 1'-0" PM _�" ��' s N ss 22x34 1/4" = 1'-0" 3,1 m p m f,-I ' p ' m -A -gym y 0 10 z D m-4Z THE ENCLAVE AT MEDINA Proj, No.: Lot: 02 ' ©treekley Hames L.P. 2016 The measurements,dimensions,and other F-, COpm 0 some: 1/8" = 1 -0 6002 DavidWeekley Homes specifications,shown on this document, r 2885 WOOD DUCK TRAIL Blk: 04 are guidelines for construction use only. c —i Job No.: The actual specifications of the finished CN/JP/RG structure may vary. This document may (7) 0 1 , MED INA 1V1NI 0011 Sect: not be relied on as a representation of Date: 1/25/18 Rev.: what the completed structure will look like. • . �J O �+ NI r C f ,.r� M I Fri• N jV iI o N M 0 O D o m . r m + N a o EINE_ Z „1111 IL[l O II Mil mN ORS Om 01 wO`r A"3 {/nANON C a P g 1r, �IA2 . Ol IN Z it c 'n 8 , o m � o �o ® m 27, 7. '. c8 2 ; N CD m 6�111YI�I:�.��r ��� '\ .0 I I N tn N ° a��l w O Z i — \ / t-1-- 1r \ 1 / ; // \ IR." 1 `\ 1 \ /' I \I / 1 / 1 / N \ m A L T // 1 1 C. AT. // // ¢1 .../ / y _ Q1 • i 1 //1 •■ N 11 -1-77= 11 . c � 0 0 0 •••••...,a, ®i Z m rn NO . O C 3 N / 111 n 1+ , t.4.,...,—4 —1 O p O .O O O 1 0 q O O b �v S� j � DRAWING SCALE2F.' 8og r 11x17 1/8" = 1' 0" ) . �- s NNS ws ��j = 22x34 1/4" = 1' 0" Zs • Dg �>A -Co co CO I m r- o� i ©Weekle Homes L,P, 2018 I • W � � �7 'Pro. No.: � � y z D Z THE ENCLAVE AT MED11V A 6002 Lot: 02 David WeekleyHomes The measurements,dimensions,and other specifications,shown on this document, m 0 O are guidelines for construction use only. A 2885 WOOD DUCK TRAIL D r. O4 Q H Job No.: „ , „ The actual specifications of the finished o CN/JP/RG Scale: 1/$ = 1 -Q structure may vary. This document may ` D ' ` MED INA MN 0011 Sect: 0 Date: 1/25/18 Rev.: not be relied on as a representation of what the completed structure will look like. N -1r N 10-0 PLT.HT.W/12'HEEL 10-0 PLT.HT.W/12 FEEL L l'''. J 10-0 PLT.HT.W/6'-9'HEEL 0 0 o o oAI A PJ : Fr, i I � I~ ~ m = E 1 8 9 1g i $ = 1 1 t i m 0 i ! m Q El > , > c )3"� , 6'4 a o Y 'mss—A sses Io z s ,— i8 ! ! Co 1 i = 1�3 ® ❑® iT 1 ; NA!"Ilt 0 i O o, N . P- ik !k i n !In im ; 15, iw I" to iw I" IS 22.-r jr5'�l0' f 20-r 1111 1 I 1 12 10/]2 ❑® sss mu s 1I A m =m vI-- -- 1 ❑1 i , I F±..ii .11 J ,, L m 10-0 PLT.HT,W112'HEEL J—_ ii 2. , a? iii 10 2 1 2 rt o iir� TRUS S i TRUSSES /p'_0•u1 .� , rE , I _a — i LOJ. -1_ _ i ' 10-0 PLT.HTV 12'HEEL 16 ROOF PLAN ` ©Weekley Hame9 LP. 2016 Z D 2 ♦ THE ENCLAVE AT MEDINA Pro j. No,. Lot: 02 The measurements,dimensions,and other m 6002 David Weekley Homes specifications,shown on this document, �o ° 2885 WOOD DUCK TRAIL Blk: 04 are guidelines for construcfionuse only. 0 0 i Job No.: Scale: strruuctureama �hThsdocumons of the entma MED INA MN CN/JP/RG/25/1 1/8" = 1' 0" be Y vary. representation Y 0 011 Sect: w tat the relied leted strcture wilook like. 1 • I • `Bate: 1/25/18 Rev.: I p • • j , ij i g. i I i i i i _-- j iIr i I I i j = f j \ 1 I 1 j --- ---� I 1 "�s I E iii = ( I tm g� j i• 1 � `� I j i 1 16® y . II 1 ri i i i ,-- , 1 i i i = �" -- i-------------- , $ i j i I 1 I I I I I f�jI/ 1 l `__---" `_---- $ 1 I 1 I I I Ir1 m j j i i / i / i i C) i D.S i E — j I I � J I II I I BASEMENT FULL BASENENT(FINISHED) e S • Proj. No.: % • 1 OMeekley Hames LP, 2016 K D m CO z THE ENCLAVE AT MEDINA Lot: 02 The measurements,dimensions,and other Z 6002 David Weekley Homes specifications,shown on this document, moo ° 2885 WOOD DUCK TRAIL Blk: 04 are guidelinerconstruction use only. Job N o.. The actuals specifications of the finished O I CN/JP/RG scale: 1/8" = l'-O" structure may vary. This document may 1— 11\/1 ]:::0 MN sect: not ` N D , ♦ 0011 ,pate: 1/25/18 Rev.: �whattttheti completed structure will lllook like. n. 0 / ' I I-80i" ?GFl f I N il. .b "ISI '-�, /" ' i \ I \ - .. 6'-3" r 0------ C-4 1/2" I \ /- I `I Vii; _ ,I, A ei I I -J ; 0 /I I ` I �yj r 1 =® �2 /=1 I 1'1 I1 ♦ /N -, I._ - 4 .s A.x‘r.. ' ..b,,.i • ----jr ;:,- '--.',...___,..,(-E' , pg t \ ) Jam\ /J(� ) its � -" --� g I 'l I _ o wr< T 1 /I ' • I j] 111 � o �r 'AL ^, r II 1 --- ® -- L J :I _ J ) iii I -- --- 1 , es 1:3-- IIIIIP _ . ii \ \,...... .,.. L .` I iN is INIZG Id Fle— mac\I $ i r a a 1 /r I 1 1 / \ \ 1 1 1 1 �" \ •\•\ I'rr�� X PER C0101,1.- —_ __ / PER COOK FIRST FLOOR O Weekle HomeR LP. 2016 z y I'll y Z THE ENCLAVE AT MEDINA Proj. No,; Lot: 02 S ' The measurement,dimensions,and other � sootDavid WeekleyHomes Z specifications,shown on this document, r, are guidelines for construction use Or rn p2885 WOOD DUCK TRAIL eik: 04 sonly. o 12 Job No.: Scale: stn,aureama�va�Thisd�oc�u the finished MED TNA MN 0011 sect: CN/JP/RG 1/8 = 1 -0 not be relied on as a representation of Y �� ��ate: 1/25/18 Rev.: what the completed structure will look like. 1 3'-0" / 8'-8" �8" 8"� — r- 1 n - mzcn _w p :J r 1 iD�m XS / 7'-0" / co- z m n L t d o / 42" HIGH WALL P z r l O n -- = C---1 -mi rl = 1 IIo = 1 z y I r I I� A // _ // Z ca = _-_ I tr oc nm S 1 1 �-I r l l o o m 1�+ p < m 1 I 1 IIrn m 7on I I o I ii,,,,c" — o� _ _J j m u 8 L JI ,-T:::i:i:i::::::::::: // r // — ._ .=111 n - n- =, r I� o I- I 11 . N co = zcnn III 73 I I 1 II o �_ '-1i r�i I r i . 1I1'o Ji I I I I�ca•, — :- 1 u �� �I o / 44" HIGH WALL y X XI _ m _ ,I1(..4 r1- -1 rw - m I ' �N — c-)c) �- -I11 8 IV O — 0 -I Cr) - o o cn r- 1 m mzN — _ -- X11 z0x ---- o° __ o o� coo z c_nn -',ha,P 73 CD w oom C) r JIB�)> _ m o� _= z� cin o - — 7 rn /� ` --.1i s m w cn = o o, r w oZ C - ;J rn O \ pm -- �". n o z 7 O J O� _ N = - -— J- -!'-- I' C1 �1 --1 ›- r 1 0 -1.1 11F fTZi n CD - r o --,1 -1 Z ? C ►��a r ❑ -JIP m n ; - i -=11' o m II -.rill mz> X 1- m — cn ill O o=� 1� -I �P - Jl • o m I Z ti n -- I� �m� In x -< �, �; m� 11r, v opn 1 m �, N w — -0 mxc _ 111 M c�� I n w T A ' • B --JV to 0 I- U) 1z — 1_ y 6-0" / 1- 1 ►�iico x — �X c) Cnz n xi Ni ci rn — '. cnT I \ 3' 0„ — v = o i- co W =_ v o) �o o,n r 73 a U mo, CO _ O oo o 70 MI Z CO .1 Um �_ -- — ,,c) 3 W ❑ o co z m S CC �D rr-- z ,n m p S N r73 v (.. ,:z:,<x gDN - w Cn _ G) _ -ri �� ANGLED WALL n r 0 r -13 m rn� �� c� C:)- co n_ �X 11! IC 6-0"73 _ - rn r- n . x : : gym . x .:. mo :.:...:� ANGLED WALL / 7'-4"co 16" I I 9'-0" CLG. 4" / ,17 c) • 1 73 m nom : c) ;gym / 0 8'-0" / 20" j; DRAWING SCALE o -U" CLG. 11x17 1/4" = 1,_0" P 22x34 1/2" = 1,-0" • 1 Pro. No.: • • O�eekley Hames LP. 2018 • [' , 00 —y THE ENCLAVE AT MEDINALot: 02 The measurements,dimensions,and other z D Z oo z 6002 David VYeekley Homes specifications,shown on this document, t � -lo ° 2885 WOOD DUCK TRAIL Job No.: Blk: 04 Theaare ctelinesfocationsodonunishedse . D The actual specifications o e ms o 0 I I = CN/JP/RG Scale: 1/8" = 1'-0" structure may vary. This document may ,�D ` MDINA 0011 Sect: �Date: 1/25/18 Rev.: # whattheco pletedstructurewilllooklike. n 1'-8" 4'-4" n 1' 5 1/2" 1'-6 1/2" / / 43 Cn1 1 1 c5 rnm I rn rr f I 1 1/2" 1 n v o1 4 1 >/2 2 I12" O 'fir Z X 6" J. 1 -n / = C Cl) Cl) = = f t \ \ 6" 1 2" 4' 2 1/2" 3' 1 1/2" f 1'-7 1/2" / f ), 1-0 / J \ -�\ - . \ 3 P o M O \ I o \ p t Z - N • S m o - m ° nter— �,` a 0 xi Z p o n) \ \ �1',, 1 1/2 -- Imo\ 1 /— 1-5 3'-3" IN1 'i 2" 1'-4" 1 , 2" 1'-4" 2 1/2" 9'-0" O(n—m — (nD mm-- x —2 (n C7.Z(n IML/1>- -77 cn➢ �nN I n�CD D- CA 1 C) m C)=›.. CC) rm-ommm o —iD�m �� �z±icmSm IJFinI —1 = Z' cj ='N Zcn z(nrr� or O_1 Cf . > �--1 v0 0 o—I4" co UD -02 (...4 C/) 2nX) N C3m0 5 0 u) A N C7 ' O i_-1 _ '\ I \ L, \ I \ L \ I Z \ L7 M \\ L, • -n : D r \ I r r 1,10 I 73 ' \ I \ L1 \\ I \ L L.\ N L = \ \ C \ I 2 . \ 1 II \\ L� r ou \ t:: r X 9'-0" X 18" X 10'-0" -I, DRAWING SCALE 11x17 1/4" = 1'-0" 22x34 1/2" = 1'-0" N e • co1 • Proj. No.: • # ONeekley Homed L.P. 2D18 "1 THE ENCLAVE AT MEDINA Lot: 02 The measurements,dimensions,and other 03 z 6002David Weekley Homes specifications,shown on this document, m O areguidelines for construction use only. r •�p 2885 WOOD DUCK TRAIL Job No,; Bik: 04 The ctual specifications of the finished 0 I 1 H CN/JP/RG Scale: 1/4" = 1 -Q structure may vary. This document may ♦ w♦D , ` MDINA M' - 0011 Sect: �Date: 1/25/18 Rev.: whattthe�mpletedstructurewilllooklike. t -------, y 4CERTIFICATE OF SURVEY FOR: ® k DAVID WEEKLEYHOMES %%up) 12800 Whitewater Drive Suite 20 Minnetonka, MN 55343 I d ; / /147 �� 4N.:', a r 4 4 . \ %°\'' , M =o, --- PROPOSED HOUSE] �v *► '?---1____ 1 ! 9 " Tc . ._. .- '- -- - 1 -�_..-! _..--- _ I. S ! EWg --0------._._ -'O _-'.4 �4 ; - _ , WETLAND -1028.21 EOF T/IRON O I 11 1a2RO41 1 1 1 1621.1 N - =-�o��� „9_,----.,----.L.,;_-__ ri 71022.97 T z -,-- A " 2 �� sao 15 02 w :1.s2o I �. - o ____-08 ,o-- Q � d 102$.21 � • 65.69 -�'i'• - -87.33 / __;�i w o n 1021.15 �` _""'- --'---_... , 5 Tc .T1 °' g ',II-DRAINAGE& UTILITY EASEMENT-' oi N cv KA EWA \ EW` ��` ` �p - m No H- o 11027.74 a a - d ...x------„, s ,--- $ p ✓ rL. JO 6UILDING SETBACK -1 o I o t--1021.51 __ ___ `.� 02.09 --_ N ) X No N Z x / 62.00 024.58 X ! X -- - POND I ` -1`-+020 89J E1N N Q 4 4 Q -W•p 1028.21. ovI o a a �-► EW - J :60.90:----13')c.:1222_j_103.5401.51 01025.71 S' a d v> -..___ ` 10 .89 ... , . a t,rc 1028 23 : s= 51 mv nri N '° ✓ J- SC ',GG 1o31.ze BFE oa p N� NWL. 1021.0 _ / �k-io22.3s102 25 rc ..L.1 .. �F`29.42m W' 'r. 4'x4--� 1025.5o - o, O ----- - - 't r. i 1028.19 �, ., uI K 1031.44 PROPOSES 1024.44 X - X) HWL = 1022.93-""'---,�_- DY/ _ ^' ....--- co- AN= a X1030.87 p x -- - gg & UT ( a i;' ��, X18.47 )1 E/PROP. RAMP. 0301172 o HOUSE 4'x4' CONC.- 6 m, 1 ___`- /0207% 11Y ENT0300I d 07 . _� 'h / � � / a -ROPOSED, 1 ^ 1.30.'92; BASEMO�7- 6 - 1 2 I-- j -- `O W X1021.!3 \\` W O {; DRIVEWAY `. 1 7al0�BARLOW = 1024.02 In, // t wcT uo .` ; ' a = 030.26a '-Vic-' 66.03 1030.46= 100 1 ADDITIONAL STEP 02x.73 ss x �x x a - EDGE OF WATER / "' f 4 1c" "'.'` `� 75:04- GARAGE 025.21 a 2210 J�, 1021.15 FEET AS OF, % y x - c -,1 0 (3 STALL) '.o N •As ` . JUNE 30, 2017 j j / .j/ ``l-WETLAND `.\ O 1028.26 . o -3125 - Q025.� o o r___1 / N x M 9 69 11033.1 LFE - - o w 2Ew,r / f FPER , _a-_° O LI O N N N i Ci 76 / ESI f 10 - 1030.33- I1034.5J 67.33 1024.96 1024.96w/C;:, o N d 101 j'. rc rc 111 - - f \\\` 1, JTfi X o ), ' 1 %IMMO r.. f I WETLAND `� 00 /-102$.38 X1028.40.31 ^` .-- _ -66,21 - t BUILDING TBAOK 67.36 i ',a 1 u� X / AG "a+ / <, t i HWL = 1021.45 r4 -� I ,� 10244.44�1023.7 1071.46 " ;` / 1023.2C - 4, 1030.69�� -DRAINAGE 1 , X ' X s � \ Z I' ��6 T/IRON & UTILITY EASEMENT- 102.18 1 fl RON IlMin41a22.pS00 15 02 W 382. , - '• . 0 PI°ii4\f' H. PT.I PROPOSES HOUSE I ) C // j /�> F'a �', , / 9ri 1 A ' ( LEGEND: LEGEND oCITY OF ORONO LEGAL DESCRIPTION ADDRESS: 934.0 EXISTING ELEVATION SITE PLAN co"" GRADING PLAN -------------- EXISTING TREE/WOODLAND BOUNDARY LOT 2,BLOCK 4,ORONO PRESERVE,HENNEPIN 2885 WOOD DUCK TRAIL COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION ❑ APPROVED .. - ® - ® TREE PROTECTION LIMITS "_ DIRECTION OF DRAINAGE APPROVED WITH REVISIONS '204- SIGNIFICANT CONIFEROUS TREE TO REMAIN LOT AREA: 0 DISAPPROVED E CS CURB STOP r n_ LOT AREA=24,840 SQ.FT.OR 0.570 ACRES NOTES: �n f- SIGNIFICANT DECIDUOUS TREE TO REMAIN oo IMPERVIOUS AREA=4,586 SQ.FT(18.4%) BY "v`�P► EdW� � N EOF EMERGENCY OVERFLOW BUILDING FOOTPRINT AREA =3,071 SQ.FT. 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 4-. 'O •t Y `0 4 '- i SIGNIFICANT CONIFEROUS TREE TO BE REMOVED DRIVEWAY = 1,316 SQ.FT. GRADING PLAN DATED JULY 7,2016. LFE LOWEST POSSIBLE FLOOR DATE ` 0 ,,,..- DRIVEWAY =147 SQ.FT. SIGNIFICANT DECIDUOUS TREE TO BE REMOVED SIDEWALK =36 SQ.FT. TC TOP OF CURB 0ADDITIONAL SIGNIFICANT TREES-OFFSITE 2. BEARINGS ARE ASSUMED PER PLAT a CONC.PAD =16 SQ.FT. o 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IRON MONUMENT FOUND ''• a FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND E❑ ELECTRIC BOX City of Orono cn LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE Planning&Zoning Plan Review ARCHITECTURAL PLANS. ❑T TELEPHONE BOX 5. 2i g BENCHMARKS: Site Plan Review Date: o TNH LOCATED ON LOT 1,BLOCK 1,ORONO © CABLE TV BOX 2211:PCIVIL PRESERVE,HAVING AN ELEVATION OF 1031.57 0 SET CAP IRON MONUMENT 18425 APPROVED WTH REVISIONS(see notes) 0 :,-_-..,_: FEET NAVD 29. 0 DENIED Kos X WATER VALVE Staff PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: OO STORM MANHOLE David Weekley Job#: Date Staked: I hereby certify that this plan,specification or report was prepared by ' "BAR LOW° © SANITARY MANHOLE 6002-0011 04/03/18 me or under my direct supervision and that I am a duly Licensed ai FIRST FLOOR =1036.19 Professional Land Surveyor under Minnesota statutes 326.02 to 326.16. r 9 FT-WALKOUT BASEMENT- ,a TOP OF FOUNDATION = 1034.5 (ECFV.A) (P) PROPOSED ELEVATION Z AlliantJob# Checked By: DENNIS B.OLMSo GARAGE FLOOR = 1033.1 214-0157-00204 DBO Pdntnlame PLAN#7800-A BASEMENT FLOOR =1025.7 r LOWEST POSSIBLE FLOOR =1025.5 PLAN DATE:REV.01/25/18 PROPOSED CONTOURS Field Crew: Drawn By: Signature REAR =1025.0 1 ADDITIONAL STEP 15 30 60 CE PLF Date APRIL 4,2018 Lice18ns4e Number 25 j EXISTING TREE 0 WETLAND MONUMENT Alliant Engineering, Inc. ORONO PRESERVE ` 233 Park Ave S, Ste 300 E SCALE IN FEET Minneapolis, MN 55415 BUILDING PAD LOT 2, BLOCK 4 � 612.758.3080 MAIN 612.758.3099 FAx ORONO, MINNESOTA www.alliant-inc.com o 0 2/58.5 WOC%. -litai 1 2( -0/ 4VT4 r SHEET 1 OF2 IV um HOIck-- • ii` CERTIFICATE OF SURVEY FOR: IO � Q CO DAVID WEEKLEY HOMES ilikt . — er 4, i12800 Whitewater Drive, Suite 20 0 MinntonkaMN 55343 a i — N"--- PROPOSED HOUSE r§ l N � -E-DF � �+� — � 11029.81 Sao1502"W 381.62 4". _ — ; , ,. -' � ' 't 1 j ' • si1sdi s i 1sd ii s i 1sd IS- 1sd ssafsd t { 1� • — � ; r X = I — 4` . O104.5 'i _30 l BFE.� " 32 [ /�� J �' a 1I 4x4 \ a � a I jnr ----;::••••••, 4_ r"•—� : , - SIDEWALK , PRHOUSE 4'x4' CONC,K OPOSED CDJ N 0 .-E/PROP. RAMP. rz�1� O ;NN PAD c�> jtI / — o 7 // W I — o 8 — y /:/ , M_ �,__ I ° 1 ELEV. •A . / / yrO ,� AoltiNstEr � f` _j , fl. GARAGE f 0 (3 OL5 ''AX j � f to /pE N f f /o • - f / ff Q�, ij ° x1034.5[s -— , g ,1! / / `'1Sdi 'S li lSd i AS 1Sd ME .IS=al ME )Si1SdiJS i / yCO ° 'S001502"W 382.68 z -- _RoRal H. PT.I PROPOSED HOUSE1 i -Ar,'<*,, • p� LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 9 34.0 EXISTING ELEVATION EXISTING TREE/WOODLAND BOUNDARY LOT 2,BLOCK 4,ORONO PRESERVE,HENNEPIN 2885 WOOD DUCK TRAIL COUNTY,MINNESOTA. ORONO,MINNESOTA 934.0 PROPOSED ELEVATION TREE PROTECTION LIMITS LOT AREA: DIRECTION OF DRAINAGE SIGNIFICANT CONIFEROUS TREE TO REMAIN E LOT AREA=24,840 SQ.FT.OR 0.570 ACRES NOTES: CS CURB STOP - - SIGNIFICANT DECIDUOUS TREE TO REMAIN o IMPERVIOUS AREA=4,586 SQ.FT(18.4%) N BUILDING FOOTPRINT AREA 8 3,071 SQ.FT. EOF EMERGENCY OVERFLOW 1. SURVEY PREPARED FROM ALLIANT ENGINEERING,INC. 4' SIGNIFICANT CONIFEROUS TREE TO BE REMOVED co DRIVEWAY = 1,316 SQ.FT. GRADING PLAN DATED JULY 7,2016. PORCH =147 SQ.FT. LFE LOWEST POSSIBLE FLOOR SIGNIFICANT DECIDUOUS TREE TO BE REMOVED csi SIDEWALK =36 SQ.FT. 2. BEARINGS ARE ASSUMED PER PLAT TC TOP OF CURB a CONC.PAD =16 SQ.FT. o • ADDITIONAL SIGNIFICANT TREES-OFFSITE 3. BUILDING DIMENSIONS SHOWN ARE BASED ON FIRST IRON MONUMENT FOUND FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND E❑ ELECTRIC BOX o, LOCATIONS ARE TO BE VERIFIED IN THE FIELD WITH THE ARCHITECTURAL PLANS. ❑T TELEPHONE BOX a BENCHMARKS: N 0 TNH LOCATED ON LOT 1,BLOCK 1,ORONO © CABLE TV BOX COPY o FEETERVE,HAVING AN ELEVATION OF 1031.57 0 SET CAP IRON MONUMENT 18425ORON1 U FEET NAVD 29. X WATER VALVE 0 PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: 0 STORM MANHOLE a David Weekley Job#: Date Staked: I hereby certify that this plan,specification or report was prepared by "BARLO W" © SANITARY MANHOLE 6002-0011 04/03/18 mea under my direct supervision and that I am a duly Licensed N FIRST FLOOR =1036.19 Professional Lend Surveyor under Minnesota statutes 328.02 to 326.16. < 9 FT-WALKOUT BASEMENT- 0TOP OF FOUNDATION =1034.5 (ECFV.A) PROPOSED CONTOURS Alliant Job# Checked By: DENNIS B.OLMSTEAD o 214-0157-00204 DBO Print Name�\ Sr� GARAGE FLOOR =1033.1 PLAN#7800-A z `�-- BASEMENT FLOOR = 1025.7 NETLAND MONUMENT LOWEST POSSIBLE FLOOR =1025.5 PLAN DATE:REV.01/25/18 Field Crew: Drawn By: Signature APRIL 4,2018 18426 0 1 ADDITIONAL STEP REAR =1025.0 BUILDING PAD 0 15 30 60 CE PLF Date License Number a II . PREM SF a PRE. PRE SILT FENCE Alliant Engineering, Inc. ORONO PRESERVE -46 c,,233 Park Ave S, Ste 300 _ PST SF PST• POST SILT FENCE EROSION &SEDIMENT CONTROL Minneapolis, MN 55415 c LOT 2, BLOCK 4 SCALE IN FEET 612.758.3080612.758.3099 IMMAIN 3 INN BIO LOG ORONO, MINNESOTA www.alliant-inc.com o 0 wcod VN� DvcI SHEET2OF2 - N1�W ��cv-- , MINNEHAHA CREEK WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Pursuant to Minnesota Statutes Chapter 103D, and on the basis of statements and information contained in the permit application, correspondence, plans, maps, and all other supporting data submitted by the applicant, and made a part hereof by reference, PERMISSION IS HEREBY GRANTED to the applicant named below for use and development of land in the Minnehaha Creek Watershed District, 2 Y Issued to: David Weeklev Homes Permit No: 18-182 Location: 2885 Wood Duck Trail, Orono Purpose: Erosion Control-Single Family Home Date of Issuance: 4/23/2018 Date of Expiration: 4/23/2019 By Order of the Board of Managers lizab Showalter Permitting Technician This permit is not transferable without District approval, and is valid to the date of expiration. No activity is authorized beyond the expiration date. If the permittee requires more time to complete the project, an application for renewal of the permit must be received by the District at least 30 days before expiration. The applicant is responsible for compliance with all District Rules and for the action of their representatives, contractors, and employees. Conditions: Project to be completed as described in plans submitted to the MCWD office on April 4th, 2018 according to the provisions of this permit. • Properly install and maintain all required erosion control measures until the disturbed areas are re-stabilized • Notify MCWD in writing upon completing installation of perimeter and sedimentation controls • When the site is re-stabilized and the MCWD staff has performed a final inspection, all perimeter control must be removed (Statement concerning fees for inspections, violations, etc... on following page) We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org J MINNEHAHA CREEK 17 WATERSHED DISTRICT QUALITY OF WATER QUALITY OF LIFE Inspection/Analysis/Monitoring Fees A site inspection and monitoring by District staff will be performed where the activity involves: • a commercial/industrial/multi-family residential development • a single family residential development greater than 5 acres or of any size if within the Minnehaha Creek subwatershed • any alteration of a floodplain or wetland • dredging within the beds, banks or shores of any protected water or wetland • a violation • any project which in the judgment of the District staff should be inspected due to project location, scope, or construction techniques In these cases, the applicant shall pay to the District a fee equal to the actual costs of field inspection of the work, including investigation of the area affected by the work, analysis of the work, and any subsequent monitoring of the work, which in the case of a violation shall be at least $35. Standard Fee Schedule District professional staff $ 65.51* District interns $ 40.35* District clerical staff $ 46.69* Consulting Senior Engineer $ contracted rate Consulting Engineer/Technician $ contracted rate District Counsel $ contracted rate Application fee $ 10.00 Copy costs $ .25 + actual staff time Color copy costs $ 1.00 + actual staff time * Hourly We collaborate with public and private partners to protect and improve land and water for current and future generations. 15320 Minnetonka Boulevard,Minnetonka,MN 55345 • (952)471-0590 • Fax:(952)471-0682 • www.minnehahacreek.org L 1 >e CERTIFICATE OF SURVEY FOR: � ' I APR v 4 2"1t T DAVID WEEKLEY HOMES ' 12800 Whitewater Drive, Suite 20 -- -=' ' i Minnetonka, MN 55343 II *'� ' ` ' ~'\`I-_/:PRCPD NQAEi .._I ,�t' `\` :r.:ir;.a- ...,,,,,v.._ = _ ` , ` , ' �' --- '--- _. ynr 0°15'02"W 381621,:r; a,. �..1a.., x4nars�"r2!r,. _ �� r.a—Ise 3■mm s u■a_s m u4.x•"354 5Sa 3.s—Ysa 5�, _ :- ...-_"'--------- ` s I o d' CONC. _" -. ! LO s — J ROM , ill i 6 zt-kiii . '4, �OH. �i' I /' /PAD li II . / �`� (105aS1 IL I`sa is Is...is�.rii-Ls Oa*r is Am 154 35 . Z II1 II � !I, • --,--__-1-4- � Iv / . �M4v III - � I i- - -- ---%-N•I d I-1 1 SbClaIP3.271,41//3$2.68K *t ,i.4*= _Z. PR°P°59 I I I I. �i I! I I I 11 / /! / ,,/ ,•,1,'.P. ' . LEGEND: LEGEND LEGAL DESCRIPTION ADDRESS: 434,0 BESTING ELEVATION TREE rR /4)75 ouNavrr 1.0T 2,BLOCK 4,ORONO PRESERVE,HINNEPI3 • 2886 WOOD DUCK TRAIL ' COUNTY.MINNESOTA ORONO,MINNESOTA PROPOSED ELEVATION • ---..", TREE PROTECTION!ARTS LOT AREA: "'� DIRECTION OF DRAINAGE '^ ..._r`• 83GFMia4N1'CONfEAOUSTREE 117 REMAIN LOT AREA-24,840 SO FT.OR 0.570 ACRES NOTES: .� t�IRB STOP '-" ~1 SlC,AI67CAN7DECR000II3 TREE R7REMAUN Fd IMPERVIOUS AREA-4,588 S0.FT(18.41N EOF EPA MERCY 0Y81FLDW N BUILDING FOOTPRINTAREA .3,871 SO.FT. 1. SURVEY PREPARED FROM ALUANTENGINEERING INC. SlGNIFX.ANTCOMFEAOUSTREETO BE REMOVED DRIVEWAY -1.18 60.FT. GRADING PLAN DATED JULY 7.201& �E LOWEST ^"�e „ PORCH -147 S0.Fr. --f;rl SIGNIFICANT DECIDUOUS TREE TO BE REMOVED SIDEWALK -SB SO.FT. 2. BEARINGS ARE ASSUMED PER PLAT TO TOP _ o CONC.PAD .16 S4 FT. ADDVT70NAL sIONFICA7NT TREES•OFFSITE 3. BUILDING DIMENSIONS SHOWN ME BASED ON FIRST • IRON MONUMENT FOUND - FLOOR ARCHITECTURAL PLANS.ALL DIMENSIONS AND Q ELECTRIC BOX LOCATIONS ARE TO BE YERIRED IN THE FIELD WITH THE ARCHITECTURAL PIANS. m TELEPHONE BOX 4 BENCHMARKS: INH LOCATEDON Lor 1,BLO(1K7,ORONO 0 CARE NBOX s PRESERVE,HAVING AN ELEVATION OF 1031.57 FEET MVO 29. 0 sera.,MON MONUMENT 15025 - Y B WATER VALVE PROPOSED ELEVATIONS: DAVID WEEKLEY HOMES PLAN: :01 STORM E 3 OSANITARY M4NFIOLE GSM NWyJob►.01USaAd 1b1�MaeMA1NoOrrAmlaY,2K1ew4W22eW N 0X60011 040351 W.FBISf FLOOR .105879 4.. mm. ....maBFT•WW(DUT BASEMENT.OF FOUNDATION .1034.5 PROPOSED CONTOURS 2y4,b,0 pyyy353. IS IL OUIMAD GARAGE FLOOR -1525. ,LPN♦7800•. �Z 214411R0(00a 080 1.111422 BASEMf37f FLOOR -1026.7 WERAND MONUMENT �'^ PLAN DATE REV.01!25!18 7 LOWEST POSSIBLE FLOOR .tOP5,5 - 7!4.84.2: t.n1M 34,2.- REAP .1025.(1 tA0DRI0NALS17R+ _� __. _ APRIL 4,3M5 1841! — BIRIAMIG PAO 0 15 30 60 08 "" 1.11011.1.1.1• 5 si nt •+. PRE SILT i -- ORONO PRESERVE ParkA Inere g1�._.,„-----POSTSILTFEA!CE EROSION&SEDIMENT CONTROL 4 1.1frmoopoSs,MN 55476 g SCALE IN FEET LOT 2,BLOCK 4 512758.3080 N41e a® a® ® v BIO LOC 551122. 441 9•From ORONO,MINNESOTA A SHEET 3052